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The Cloth Object DOP creates a Cloth Object inside the DOP simulation. It creates a new object and attaches the subdata required for it to be a properly conforming Cloth Object. Cloth objects can be simulated using the Finite Element Solver.
You can use any polygonal geometry in SOPs to create your cloth object. Your cloth geometry should satisfy guidelines that ensure a fast-running and good looking simulation.
Using Cloth Object
Select the object to make into a cloth object.
Click the Cloth Object tool from the Cloth tab.
This determines how strongly the cloth object resists deformation. The Overall Stiffness is independent of the resolution of the mesh. If the
materialuv attribute is used to specify cloth UV coordinates are specified on the mesh, then the effect of stiffness is also independent of the orientations of the triangles and quads in the mesh. The default setting for the Overall Stiffness works the best if you model the simulation geometry to real size. If you don’t model your geometry in meters, then make sure that you set the correct units of length in the Hip File Options. This should be done before you create your DOP network. When using real-size models, you should make sure that you have your length units set correctly before you create your DOP network: You should set the correct Unit Length in Edit > Preferences > Hip File Options before you create your DOP network.
Overall Damping Ratio
This value should lie between 0 and 1. The Overall Damping Ratio controls the rate of energy loss as a result of the rate of deformation. A value of 0 means that there is no loss of energy due to internal damping forces. A value of 1 means that the object is critically damped, in which case the object comes to rest in the quickest possible way without oscillating. The higher the damping ratio, the less the cloth oscillates and the quicker the object’s motion will come to rest. The effect of damping is independent of your geometry’s resolution.
Surface Mass Density
This is the mass per square meter. The mass density can be made lower or higher in parts of the object using the primitive attribute
surfacemassdensity, which works as a multiplier for the parameter.
These values should lie between 0 and 1 and act as modifiers to the Overall Stiffness for specific types of deformation. The Relative Stiffness parameters determine the relative strengths of the internal forces that counteract planar shape changes and bending. Together, the Relative Stiffness contributions for stretch and shear determine the resistance against changes within the local cloth surface plane. The contribution for Weak Bend and Strong Bend determine how strongly the object resists bending. The Weak Bend model can be used to create thin silky kinds of cloth sheets. The Strong Bend model can be used to create a strong resistance against bending, for example, for leather or thick rubber. The effect of Relative Stiffness is independent of the amount of detail and the shapes of the triangles and quadrangles your simulation geometry.
The stretch and shear contributions of Relative Stiffness work in the directions of the cloth material UV’s. These UV coordinates can be specified by the
materialuv vertex or point attribute. When no UV coordinates are specified, the material directions are determined by the polygon edges. The Visualization tab of the Cloth Object has an option that allows you to see which UV directions are being currently used by the cloth object.
Relative Damping Ratio
These values should lie between 0 and 1 and act as modifiers to the Overall Damping Ratio. The Relative Damping Ratio parameters allow you to determine separately how much energy loss is introduced by the rate of changes in planar shape (stretch + shear) and the rate of bending.
These values allow you to very the strength of the internal stress within the cloth surface separately for the U and V directions. The U and V directions can be provided using the vertex and point attributes
materialuv. For example, to make the cloth more stretchy in the U direction than in the V direction, you could set a lower value (say 0.5) for the U component of the Anisotropic Strength while keeping the V component unchanged.
This is the rest angle along edges between two primitives that belong to separate panels. Panels are connected by pinning together two cloth objects using a stitch constraint or by specifying separate per-vertex rest positions within a single cloth object. The seam angle does not affect the rest angle for polygons that lie within a single panel. If you want to make parts of the object have different rest angles, then you can locally multiply the rest angle using the primitive attribute
This geometry determines the initial simulated state of the object. It determines the initial position and velocity for each of the points.
This is the geometry that is used for the computation of internal forces and for collision detection. Your cloth geometry should satisfy guidelines that ensure a fast-running and good looking simulation.
In many cases, you can use the Remesh SOP to help you create a suitable simulation mesh. When using triangulated geometry, it is recommended that you provide a
materialuv point or vertex attribute to specify the directions of the cloth fabric.
Import Target Geometry
This option allows you to specify and animate the target positions that are used by the simulation inside the SOP network (without having to use a SOP solver). The option defines whether the target positions should be imported from a SOP geometry node at each frame. When enabled, the solver will copy target positions from the point attribute
targetP of the SOP geometry node onto the attribute
targetP on the simulation geometry at each frame. If no
targetP exists, then the
P attribute from the SOP geometry node is copied instead.
Target Geometry Path
The path to the SOP node that will serve as the source of the target positions. The positions should be stored in an attribute with the name
targetP. If this attribute is not found, the
P attribute is used as a fallback.
This coefficient determines how strongly the finite element solver tries to make the point positions match the target point positions. The solver creates an imaginary potential force for this purpose.
This coefficient determines how strongly the finite element solver tries to make the point velocities match the target point velocities. The solver creates an imaginary dissipation force for this purpose.
Collide with objects
If enabled, the geometry in this object will collide with all other objects. These other objects may belong to the same solver or they may be be Static Objects, RBD Objects, or the Ground Plane. When the Collision Detection parameter on the Static Object is set to Use Volume Collisions, then the polygon vertices will be tested for collision against the signed distance field (SDF) of the Static Object. When Collision Detection is set to Use Surface Collisions, then geometry-based continuous collision detection is used. The geometry-based collisions collide points against polygons, and edges against edges.
When geometry-based collisions are used, only polygons and tetrahedrons in the Static Object are considered. Other types of primitives, for example spheres, are be ignored. The geometry of the external objects (e.g. Static Object) is treated as being one-sided; only the outsides of the polygons, determined by the winding order, oppose collisions.
When volume-based collisions are enabled, only points will be colliding against the volumes, not the interiors of polygons and tetrahedrons. When colliding against small volumes, this may mean that you need to increase the number of points on your mesh to get accurate collision results.
Collide with objects in this solver
When enabled, this object will collide with other objects that have the same solver. These collisions are handled using continuous collision detection, based on the geometry (polygons and/or tetrahedrons). For collisions between objects on the same solver, the polygons are treated as two-sided. Both sides of the polygons collide. The surface of a tetrahedral mesh only collides on one side: the outside.
Collide within this object
If disabled, then no two polygons within this object can collide with each other.
Collide within each component
If disabled, then no two polygons that belong on the same connected component may collide with each other.
Collide within each fracture part
This option only has an effect when fracturing is enabled on the solver. If disabled, then no two polygons that belong on the same fracture part may collide with each other. Fracture parts are controlled by the integer-valued
fracturepart primitive attribute.
This is the radius of an imaginary padding layer around the polygons. This layer consists of the region of space that has a distance of at most Collision Radius to some polygon. For two-sided collision surfaces, such as cloth geometry, the layer applies to both sides of each polygon (back and front). For one-sided collision surfaces, such as polygons in a Static Object, the collision radius is applied only on the front side of the polygons. The Finite Element Solver tries to ensure that the layers for the objects don’t penetrate each other or pass through each other.
For example, when a pair of two-sided polygons collide, one with a thickness of 0.01 and one with a thickness of 0.02, the solver will try to separate polygons of these objects by a distance of 0.03.
The Thickness parameter is one of the very few parameters that is scale dependent. It is very important that you adjust this parameter when you change the scale or amount of detail of your geometry.
Use a Thickness that is significantly smaller than the length of the shortest edge in your simulation geometry. Typically, the Thickness should not exceed 1% percent of the average edge length. To avoid problems with self collisions, you should keep the polygons (and/or tetrahedrons) in your geometry fairly even-sized. Avoid polygons that have very small edges, compared to the average size of the polygons in your cloth geometry.
The coefficient of friction of the object. A value of 0 means the object is frictionless. This governs how much the velocity that is tangential to the contact plane is affected by collisions. When two objects are in contact, then the solver multiplies the friction coefficients of the involved object to get the effective friction coefficient for that contact.
The component of drag in the directions normal to the surface. Increasing this will make the object go along with any wind that blows against it. For realistic wind interaction, the Normal Drag should be chosen larger (about 10 times larger) than the tangent drag.
The component of drag in the direction tangent to the surface. Increasing this will make the object go along with any wind that blows tangent to the object.
External Velocity Field
The name of the external velocity fields on affectors that the object will
respond to. The default is
vel, which will make the object react to fluids
and smoke when the Tangent Drag and the Normal Drag have been
chosen sufficiently large. The Tangent Drag and Normal Drag forces
are computed by comparing the object’s velocity with the external velocity.
External Velocity Offset
This offset is added to any velocity that’s read from the velocity field. When there’s no velocity field, then the offset can be used to create a wind force which has constant velocity everywhere. This wind effect is more realistic and more accurate than the wind that is generated by DOP Forces.
Visualize the cloth’s
Collision Radius Color
Color of the cloth
collisionradius guide geometry.
The finite element solver will recognize and use attributes on the simulated geometry. In the DOP network, this simulation geometry is attached to the simulated object as a sim-data with name
Geometry. When an object is created, then the geometry and all the corresponding attributes are read from the Initial Geometry. This includes the standard position and velocity point attributes
The finite element solve supports input attributes and output attributes. Some attributes, such as the simulation state, are both input and output attributes. The input attributes include multiplier attributes for material properties, fracture attributes, and attributes for controlling target positions and corresponding hard/soft constraints. The output attributes include optional attributes for tet quality, energy densities, FEM node forces, collision info attributes and fracture info attributes.
Material Property Multiplier Attributes
Each of the material properties of a simulated object can be locally modified using multiplier point attributes. As a rule, each of the material properties in the Model tab of an object can be affected by a multiplier attribute. As a rule, the name of the parameter is the name of the attribute. The name of the attribute is the name that is displayed after "Parameter:" when you hover over a parameter with your mouse cursor.
You can locally change the material properties of the object using point attributes. For example, you can make some polygons resists stretching and bending more than other polygons. These attributes work as multipliers for the parameters in the Model tab: The stiffness multiplier is a convenient way to modify the local stiffness for all object types that are recognized by the finite element solver:
||Point||Float||Multiplier for all types of stiffnesses.|
||Point||Float||Multiplier for all damping ratios.|
||Point||Float||Multiplier for all mass densities.|
For solid objects, the following multiplier point attributes can be used to modify the local behavior:
||Point||Float||Multiplier for both the shape stiffness and the volume stiffness of a Solid Object.|
||Point||Float||Multiplier for the shape stiffness of a Solid Object.|
||Point||Float||Multiplier for the volume stiffness of a Solid Object.|
||Point||Float||Multiplier for the mass density of a Solid Object.|
Fracturing Control Attributes
When you create a simulation with fracturing, it is recommended to specify chunks of tetrahedrons that you want to stay together. Otherwise, the fracturing process may create a very large amount of separate pieces, many of which may consist of single tetrahedrons. For this purpose, you can assign a nonnegative integer to each chunk using the
fracturepart attribute. In areas where you don’t want to specify parts, you can set
fracturepart to -1, which means that each primitive in that region will become its own part. Real-life materials tend not to be equally strong everywhere. For realistic results, it is recommended to vary the Fracture Threshold locally using the vertex attribute
||Primitive||Integer||Partitions the object into unbreakable parts. Must be either -1 (no part) or a nonnegative number that indicates a part.|
||Point/Vertex||Integer||Locally enable/disable fracturing for points or vertices.|
||Point/Vertex||Float||Multiplier for the object’s Fracture Threshold.|
Drag Force Control Attributes
The behavior of the drag force can be modified locally using the following attributes:
||Primitive||Float||Multiplier for the object’s Normal Drag.|
||Primitive||Float||Multiplier for the object’s Tangent Drag.|
restP can be used to specify the rest position for all the object points. The attribute
materialP is similar to the rest position, but it must not be changed during a simulation. Among other things,
materialP defines the mass and the strength of the internal forces that act within the simulation geometry. The attribute
materialP can be thought of as an initial rest position.
baseP can be used to specify a generic base position for all the object points. This attribute’s values must not be changed during a simulation. When the user does not specify
baseP, the solver creates this point attribute based on the point positions on the creation frame. This attribute is used as a fallback; whenever the user does not specify
materialP, the attribute
baseP is read instead. In the same way,
baseP is used as a fallback for when no
targetP attributes are provided. Finally,
baseP is used to bind the simulated and the embedded geometry, in the embedded workflow (e.g., a T-pose). This embedded binding looks at the
baseP position attribute on both the simulated geometry and the embedded geometry. If no
baseP attribute is provided by the user on the embedded geometry, the solver creates the
baseP attribute on the embedded geometry based on the position
P at the creation frame.
initialpid stores the initial point index for each point. This is the point index at the creation time of the object. This attribute is created only when fracturing is enabled on both the object and the solver. The finite element solver uses this attribute for the options Import Rest Geometry and Import Target Geometry to transfer animated positions and velocities in SOPs to the current fractured topology in the simulated object.
||Point||Integer||Initial point index for each point.|
Target attributes can be used to make a simulated object partially follow a target animation. The attribute
targetP can be used to specify a target position for each object point. When you use the Import Target Geometry option on the simulated object, the
targetP will be set automatically every frame. Alternatively, you can create and modify these attributes yourself, using a Multi Solver and a SOP Solver. The target positions and velocities allow the user to mix animation and simulation in a very stable way (assuming the Target Strength and Target Damping parameters have been set on the object). You can set the Target Strength and Target Damping parameters on the object to express how strongly the object should match the target position and velocity, respectively. This is a way to create soft constraints. You can use the
pintoanimation to create hard constraints that make the simulated points follow
||Point or Vertex||Vector||Target position of each point.|
||Point||Float||Multiplier for the object’s Target Strength. If this attribute is missing, a multiplier of 1 is used at all points.|
||Point||Float||Multiplier for the object’s Target Damping. If this attribute is missing, a multiplier of 1 is used at all points.|
When 1, the point is hard constrained to the target animation (e.g.,
Below is a list of attributes that are maintained internally by the solver. Each of these attributes is written to at the end of each solve and read from at the start of the next solve. You should not modify any of these attributes yourself. When you do, the solver is likely to become unstable and you will get bad results. However, you can inspect the values in these attributes in your network for visualization or for the creation of secondary effects.
At each frame, the finite element solver computes a new physical state for each simulated object. The physical state of the object is represented by the point attributes
v, representing the position and velocity, respectively. The solver’s integration scheme maintains additional attributes
a for acceleration and
j for jerk.
The point attributes
j store the current integration state of the object. These attributes should not be modified during the simulation because the finite element solver will become unstable and produce low-quality results.
||Point||Vector||Do not modify! Current position of each object point.|
||Point||Vector||Do not modify! Current velocity of each object point.|
||Point||Vector||Do not modify! Current acceleration of each object point.|
||Point||Vector||Do not modify! Current jerk of each object point.|
The solver itself maintains the attribute
restPprevious, which should not be modified outside the solver.
||Point or Vertex||Vector||Do not modify! Previous rest positions maintained by the solver.|
Embedded Geometry Attributes
These attributes are created on the Embedded Geometry of the Solid Object.
parent attribute is maintained by the embedding code itself, and
should not be modified.
baseP point attribute can be provided on the Embedded Geometry by the user to control the binding between the simulated geometry and the embedded geometrylignment.
baseP is provided, it will be copied from the point positions stored in
P at the creation frame.
The alignment happens relative to the
baseP point attribute on the simulated geometry. If the simulated geometry has a
materialP vertex or point attribute, then this attribute takes precedence, allowing control per vertex, rather than per point, if necessary.
When you want to ensure that embedded geometry ends up on the desired side of a fracture between simulated geometry, you can use the combination of vertex attributes
baseP on the embedded geometry and
restP on the simulated geometry.
This allows you to line up the embedded geometry with the separate parts in the simulated geometry, for example using the Exploded View SOP.
fracturepart attribute allows you to make sure that the embedded geometry follows the right parts when it gets fractured. When both the simulated and the embedded geometry have the
fracturepart attribute, the finite element solver will parent embedded geometry to simulated geometry that has the same fracture part.
||Primitive||Float||The index of a parent primitive in the simulated geometry.|
||Point||Float||Base positions used for alignment with simulated mesh.|
||Point or Vertex||Float||Optional user-specified fracture part ID.|
||Point||Float||Positions that correspond to the deformed state.|
||Point||Float||Velocities that correspond to the deformed state.|
||Point or Vertex||Float||Normals that correspond to the deformed state.|
Optional Output Attributes
These are attributes that are optionally generated by the solver, when the generation is enabled on the simulated object. These attributes can be useful for visualization, for example, using the Finite Element Visualization SOP. Additionally, these attributes may be used to create secondary effects, for example, particles flying off in regions where fracturing occurs. The optional output attributes are also expected by the Finite Element Visualization SOP.
The following attribute is generated when Create Quality Attributes is turned on:
||Primitive||Float||A quality between 0 (worst) and 1 (best)|
Finite element simulation tendis to be sensitive to the quality of the incoming primitives. Low quality primitives may slow down, destabilize or lock a finite element simulation. Low quality primitives are best avoided by using the Solid Embed as a tool to create your tet mesh.
The solver generates energy-density attributes for each object that has Create Energy Attributes turned on. The material property settings in the Model tab and the corresponding multiplier attributes result in potential energy, energy dissipation and kinetic energy. For each of these three contributions, local densities are computed within the solver. These densities and quantities derived from them are used to determine the motion and behavior of the objects that are solved by the finite element solver.
||Point||Float||The local density of deformation energy|
||Point||Float||The local density of the rate of energy loss|
||Point||Float||The local density of the kinetic energy|
The potentialdensity attribute is directly affected by the stiffness parameters in the Model tab. The kineticdensity is proportional to the mass density that is specified for the object. The dissipationdensity is related to the damping settings.
If Create Fracture Attributes is enabled on the simulated object, then the 'fracturecount' point attribute is created.
The point attribute
fracturecount maintains for each point, the number of times that the point has been involved in a fracture. So any point with a nonzero value of
fracturecount has been involved fracturing.
||Point||Integer||The number of times a point was fractured during the simulation|
The cloth object created by this node is sent through the single output.
This value is the simulation time for which the node is being evaluated.
This value may not be equal to the current Houdini time represented by the variable T, depending on the settings of the DOP Network Offset Time and Time Scale parameters.
This value is guaranteed to have a value of zero at the
start of a simulation, so when testing for the first timestep of a
simulation, it is best to use a test like
$ST == 0 rather than
$T == 0 or
$FF == 1.
This value is the simulation frame (or more accurately, the simulation time step number) for which the node is being evaluated.
This value may not be equal to the current Houdini frame number represented by the variable F, depending on the settings of the DOP Network parameters. Instead, this value is equal to the simulation time (ST) divided by the simulation timestep size (TIMESTEP).
This value is the size of a simulation timestep. This value is useful to scale values that are expressed in units per second, but are applied on each timestep.
This value is the inverse of the TIMESTEP value. It is the number of timesteps per second of simulation time.
This is the number of objects in the simulation. For nodes that create objects such as the Empty Object node, this value will increase for each object that is evaluated.
A good way to guarantee unique object names is to use an expression
This value is the number of objects that will be evaluated by the current node during this timestep. This value will often be different from SNOBJ, as many nodes do not process all the objects in a simulation.
This value may return 0 if the node does not process each object sequentially (such as the Group DOP).
This value is the index of the specific object being processed by the node. This value will always run from zero to NOBJ-1 in a given timestep. This value does not identify the current object within the simulation like OBJID or OBJNAME, just the object’s position in the current order of processing.
This value is useful for generating a random number for each object, or simply splitting the objects into two or more groups to be processed in different ways. This value will be -1 if the node does not process objects sequentially (such as the Group DOP).
This is the unique object identifier for the object being processed. Every object is assigned an integer value that is unique among all objects in the simulation for all time. Even if an object is deleted, its identifier is never reused.
The object identifier can always be used to uniquely identify a given object. This makes this variable very useful in situations where each object needs to be treated differently. It can be used to produce a unique random number for each object, for example.
This value is also the best way to look up information on an object using the dopfield expression function. This value will be -1 if the node does not process objects sequentially (such as the Group DOP).
This string contains a space separated list of the unique object identifiers for every object being processed by the current node.
This string contains a space separated list of the names of every object being processed by the current node.
This value is the simulation time (see variable ST) at which the current object was created.
Therefore, to check if an object was created
on the current timestep, the expression
$ST == $OBJCT should
always be used. This value will be zero if the node does not process
objects sequentially (such as the Group DOP).
This value is the simulation frame (see variable SF) at which the current object was created.
This value is equivalent to using the dopsttoframe expression on the OBJCT variable. This value will be zero if the node does not process objects sequentially (such as the Group DOP).
This is a string value containing the name of the object being processed.
Object names are not guaranteed to be unique within a simulation. However, if you name your objects carefully so that they are unique, the object name can be a much easier way to identify an object than the unique object identifier, OBJID.
The object name can
also be used to treat a number of similar objects (with the same
name) as a virtual group. If there are 20 objects named "myobject",
strcmp($OBJNAME, "myobject") == 0 in the activation field
of a DOP will cause that DOP to operate only on those 20 objects. This
value will be the empty string if the node does not process objects
sequentially (such as the Group DOP).
This is a string value containing the full path of the current DOP Network. This value is most useful in DOP subnet digital assets where you want to know the path to the DOP Network that contains the node.
Most dynamics nodes have local variables with the same names as the node’s parameters. For example, in a Position node, you could write the expression:
$tx + 0.1
…to make the object move 0.1 units along the X axis at each timestep.